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Concrete Shear Wall

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What load combination(s) is/are required for a concrete shear wall according 
to the 1997 UBC? Are there any quirks or tricks I should know about? I find 
deciphering the 1997 code to be confusing and cumbersome and could use some 
help.
Thanks in advance. 
ECVAL3(--nospam--at)aol.com